Loading...
1200 NE 91 TerrPresent Zoning Council Action Required 940 Area of Present Building Variances /Exceptions /Zoning Change Date of Applicant Notification Planning Board Action Council Action Miami cShores9' llage F L 0 R 1 D A PLANNING BOARD AGENDA OF ; a ITEM NO. Name of Owner /Applicant WN Phone No. Address of Property, and /or Legal Description ‘140 M t 6 4‘ Nature of Request ` g ®cG_ ?OM '5-6% 4\ Nov.- Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Director of Building and Zoning TELEVISION, CABLE, SATELLITE SYSTEMS WILLIAM M. LATHAM 1200 Northeast 91st Terrace Miami Shores, Florida 33138 PROPOSED CHANGES TO FRONT OF RESIDENCE LOCATION 1200 N.E. 91 Terrace OWNER /BUILDER....William M. Latham LEGAL DESCRIPTION: Lot 25 less the Westerly 15 feet thereof, and the Westerly 35 feet of Lot 26 in Block 2, of Watersedge, according to the plat thereof, as recorded in Plat Book 9, at Page 141, of the Public Records of Dade County, Florida ESTIMATED COST OF CHANGES $900.00 WALKS: DES.C.RIPT.ION. .OF. PROPOSED CHANGES 1- Remove existing walks 2- New 5 foot wide, 4" concrete with Brick Pavers for Entrance Walk 3- New 5 foot wide, 4" concrete with Brick Pavers for Walk along front of house to Trash /fenced area 4- Both walks to have 10x10 Mesh installed 5- Resod damaged area. GARAGE DOOR: 1- Remove existing overhead garage door 2 -Block in with 8" concrete blocks 3- Install double windows to match existing house 4- Stucco and paint to match existing house. Fence: Owner /Builde ::..)745i 1- Install new fence around Trash area as shown, 2 gates. (305) 758-3211 Res: 757 -3344 ? '_1J1.2X4 SPA (i??)� :4 • ac. !lAx. (r,?.)-- t_-_:__:-.:_. ;- tft 1 1 1 . i 1.1 l___. _1'' 1 1 - r - !�1 1r - °• ulK Il? >~ •'6 :lN4Y NALS \r st.4�tfs ,-- 6:.x1..r.vlS 1,,,7. X.AtLJ) ,■'S 141. M FM :;1SiRQ 10 AW;;iCit Gy I OF 31111011Ng. _ (11 NOT A) a X3X 3 110- Dth'►N ANCHGR 1 fOF? VIEW _ (ROOF -- FRAMIrJ01 USE 1-2 X •4 VCR 6' & 8" SPANS 1' -3" SPAN FOR 2 - -2 X 4 r) 12' 0' SPAN C &i F.N4,1 ) ,':19 f Pt141 r_ r A OR 14' *if • DETAIL (A wiS 6' '0 44' FLOOR PLAN & FRAMING_ 1 AYOU FS ii-1:--1-- . l : :: _ LJ'' / -d IXI(.] 42•_XL 6�01S1sI 12 PT 1' 2 - _ -._. _.. kAA tir�� 'AL 2X57. I1j1' I X 4 FlCO3 ..A 3S OR 3;4' S!le01 F'Ga? 6:201 - 1- 0c0(1 EI'J>;...0t1+CR 1 V 3'. ?OSS i;rC'.E ROO( Mill Col q U) k PAX ANt.;r «7R, 1 flCY.1i,NC- 1X4T);SP!k0 3 1t i'E rocco 2 X 4 ) 2 x 4 OR 216.055 --∎ F1GJRJasSOA:KJED2170 -2X ?T !J t(� :51. 2X6 alIS 11 /t' S 2 11 ?1 Cr. DEL FIVOEO A :4410Or6 f] r'TPICAL G1i0.1JNNU_ANCHOR 1X4 ROW :/A S ! GR 3!4' SRPL.1- F1Cra7 :6'.A C4lJ. 1/440 E r'(Ji1 - J SEC TIONI {( - i X 4 3:.4aJS r - - X 4'S EACH 93E OPI:N26' (r1? :I 1. 2 X ff.A"(Jl ( ?T) 2X 4PTiFEA.A.!?. S'P12PT "101 2 X 4 S;UOS 24' O.G Y.Y. SIDE ViE DOCK CAN BE jN END VL-w i ~- '1 %2' IX4I4 ST4? 2 PLR X.M 3 Avg Olt JUST jl'•f'.__ QLN. QUAIL. JfNLY ROp?k2X 4 014 2X 6 F100?.0SiS IX4 34PLk 1.4AS in_ea:J42) TP'e' S 2 1 22 r 3 E):4wS -t: i1. - -- " 2 1 4 `CP Pt), tM1ES4'1O14' 1 FLOOR FRAMING SCHEDULE (ST? 12 P.T. FUYJR JOIS'S) r Lr'JIi h10:,1 3 0 8' 10' 12 1.T 4 - FOORAST 2X42141 4 2 A6 2X6 2X6: - - < 1.•r �., , - �- ; � - , - ; i ' QC. ,PACING 24 I , 4 24 , 24 . 4 ,6 ' +'4' 24' 12' 1O , $4' S, $4 ,H. � 12' ; 15 ' I '8• i V 1 .4 - 2 - a , JR 'rf SW 'BADE 24 0/1 YAJC 1A 1 X 4 r'l !fL4 ;A :k) APPROVAL Dinh APPROVRD 131% SIGYATURart- 2 1 /e x 1/2. X .019 ALL14i"P U OR - -\ 5/ ( I X P1140001,30 A`4O 1 ".12;t,USS • f f Fl ['I - Less31L 1 � i ?JSS :.�..2 X 4 PU'!S AL 14`I'.14 F -541A- Jf 9 .At _`14 ?.'11 9024C • --- a 5, ?, s' r -,11 a? 5, s' i'!lk0' sp.A ) (0`.i'f_) GG :14 :r '400E1. :6 CPI G&LY. 11/41 - COI3r. rYP33 g OCCUUPADICY K• L. 0. ALLOVAI3LB 110. 01 FLOORS 1 rYP. DOOR DETAILS (6.44'5 3 HAP o r ' iC w°4) AS AN .01.1..k94 00Cii j' 3'-{f DOrJR - A1�14+c_y sr)) 1X4PCRL4 :A30t) .4T S "JO -1 X 4 3011JN r1Jl'E - 1X4TkG 1I� i l j C AL '4 .4 1 :0 'RI,SS PU TYPICAL CROSS- -SEC ION warm AGH&CY APPROVAL .• THLSB PLAYS COMPLY VITH THIS FLORIDA NA1lUFAC'CURUD B U I L D I N G ACT OF 1070 • COVf3TRUC? I OI`i CODES AND AD1II3RB 10 TH13 FOLLOVING CRITHiuA. VIND v13LOCI'I'r 110 rnp NIRB 1 ATI/10 OP VALLS 0 ALLOY, PL. LOAD PQ - pat HALUL?ACTURER: 'Of3 /N 4 4S .�._. PLAN ,170, CUR•r. No. w fa? 3/A, CieT 1 f EA ! I P.iL4C AS k A)0, f1?. JO.H '.21.S. 2X 6 1 QP-L_ �91a�APQ UNIX' GESk„tAfON LNIT Vau1N 1 TAOR 7013 r O.C. SPACING •A' • p � NfOl A 4lAT.4L S,V. I S INV 7i11.410 i7rr"J .7f Er .24 pxT r! AS :If ..9 rs 1 '17f STRAP M40S Ar7l '4 »r 9:4'.1C 10r4l 5:P.4': CiJPITO G4E1.11.23 5211 S.'R4' 11.41 ,2ti'SAf 5:FLN514 - •;50 L3S, CCIJ'r;1: 124 '0 .4S5T 179,1. 'f - 4 AV0!CNS ?6 AN 4' :+tLX . t'+Qk3Z 1K1l1 A 2Z, AS 1LA4LIACIJP10 3y 'J7f X I , LR,'+;' CU i` f O.LR41L Ch'l!LYSA: 5 CAV l M r A CP4 LN LUIS As 9 CA ;FLIT 1fL`X/L? SpAC7ifi 11UST .90T EY1113 AS 4. t WA) N.4Ft YAi7E 10 1 rR G f1Ck)? NST.A11L0 AI N TA .1AAS' AN NAT 9 L410 1C4' Of %N/al" (rr'P) AT LV2. ?- SiC, %.rV CF f1CO? t 1 X 4 ft1'F },;i?T. 4o-'E t T l UST T 0 G 3CAW0 Ar'f S TAALO AI N 1 1/1' X 18 G4% CALIA.1.20 ST..i LS (WA ( 4 ) 11V, J it? f1CU? LICA?) (EE IC LLQ1E Dy G43f 04j\TAPCN ONLY SrtilBOL/C 5;; ( CARE CAN X �V f)T :4R Gi,CCTKNL NO1E5 ON DQQRS _ ltv.OQ0! ›Pat .D B' ,71t}( , (61 X 9 16• ?.411 0 P<n PA'11, .'rS T4llf0 iN 2 I/4' X 11/1' 6' :'LP E) : P.0 ) f RJ14E All RA Y.ASP 3 10 :45 fA5111t0 SL71 PCP 4. FS ?C4}? A I TA050 TO 11R LXCA 2 X 4. itt4t i4S it14C'4 !O L( Akti'.''/G rtrE AS 1LAvUFAC :1t 3Y P11111 N.105; 5 r" C, .1C. A IL Q4 A;1 A) f? Al k WUSr / r PROOL4Ct APP,R01 *L Nil CI ut rRO x.41 Cu,:' fY. (AL111R L X/5 Rlf S L4C., pP9Ou: T .4'f ?CI AI 40."41 t 5/;'0 G 1. hQ1U .4(l S► iNG PC1CX NG '0 JE Of .41LI4,XII AS i(1'R.iAC /'ii10 5Y FAYAL OM. (51.•35ww.ARY , ,41G1V ALL'k.'p ii rP). L4.SCAS.2R PA. a? 4'F'.` 'il0 fQU'4L A1CIA0 X .4L10Y 0:10 4.16'IG TO A511 3 - .'"GS! 34000 P9 ]4 °,.v! if ii1J S A.Y.;?t AU .44 IAA a L4:3a? iii All ,4 P1X'4:Af CGY4 S .4LL eaf 70 3E 12 rt CI P P R A1,71 0'.:! +0 ::V 1/e L111.. USE 514.3 AAf 401 TO X 1 / D f0? r143'A JUT fa? Sf0.4',i AT. OF 51:10- !S ? v "_i /8 X T SDI E r l4 UL `'Ci4 AS fa? ALL CI. MC Tk7,rS Lt r of 1.V Yi'rC k ,7f 9,7.0 'VAX ' r � ALa'dG .4S fC111C '*S Rl J - ilASIVAL 24.11 :4i1S 2 lit 1G r?tAf - i4 :2'RAR 14E143 US S' 0 G 91'/G - ALL APV.i.40 6' 0G 1.V.0PT AT jr)11C11, 2 0.G .'6 i-VOY VI 0 6' O.G 10 'E 9C All k L?l: A.VI (nP .417 CK A RS). 7FE 30.,24 n4U 4fl1R4.'f0 „f LC.US tf !!0 414 411 i RL?Vt .4.47 . " N a AS AV ,41 t 4 E 0 .'7E''A0. A' LN .Vo k ii.41 1' X Y X J' .11?; k4'0 r^.2 01∎01 'E Kett t (.v0. rf fCO32fS • S�.ME AS (J ANC S) CAV C1L? 1 CALI- - b'& _) S IM S RAJ' (104. :1.2.1Slf E SAWN N > 4.1.5 !(, 1001.11 /1012142 41: t - 6' :V A:t0'E .2). .4L50 SifC C411r, .MEE (}i 2.30.J 1A) REQU :410.71iS ALL /11 /1.0R 70 4' /2, A,7 SIP /2, (Xt S}'f /2. li AWL? 1fbST CttL'R 0 :PUSS SUPPORT SW. IOR .411 .UL ST.4r11S 70 3E 1/:4. 1' (•Ciei X 1 1/4' CX1P, '9 144. :5 CAI' 1'T41 PL41 $ METAL ?IVES ON 547,"1 57 S Cf Et ,'?C,'S:f, iSf AIN Of /0 Ps/ >d STArUS F0? N'141. AF 1.1LL :PUS MEV1.PS 0 %/P_ F CCM. A :WIN :FUSS k RUSS SuxWJR1 sabn USE' 11,:4 Cf IOTA/ 10 SL4'!1S .411 CL7.V. AS I/ C.51 CCW:V. A ro1LY Flit AST k ART. 5 r is 70 4X16/5 T OF 16.4. 4 TC k1 S ! 11L WC.t'f A'a}!a? 4' 5 S'.4'tL 1Z14.V, aK rr4.124 f1R »S T 1 }£ SA :'S /LAS :0 CC.XISIT Cif Of AAA S & '+G'r3 iCAtiE tik'S (AS 9• 4 211 FLA 11M 4 K E A4O IC A' 4 !II T) 2E _+E T. L L�QIF _.41Y1�F2L(�1�'� iv./ ARACE.CclOR.i Gw 0046 ..v 10: V; T e OAS Car. YAK 41.. - '0' FRrM • ptN.'r; Mj2 -2 X 4'S F1.0011I JOIS 16'Oft 24'O.C.WUSVPF'GIiT (JP TOMt0 Ill<W01110 54pd LIE WAO PLUS CEAO RC6-16 -40 RCI•1643 R0101643 1004/1640 2.41.14.16 40 6'.0' 1••0' 10'•0• 11..0• Ir.y"" 2X 4 2X4 2X1 1X1 2X6 1►' 16' 16' Ib' !6• 16' lb' II* Iv' 40.4' 40' 40' 64' 14' t.' TOR 115 p•I lri8 WAD Q 1111111 lb• OR 24 2015T MAY SS USED SO LONG AS 1116 GLLMt 51014 ^9 DIVIDED EQUALLY Q 42 044:11ES A E.X111A DUO LS PLACED LR:DER T116 OU13106WAU.S TVASUPiCkt. HO N 13 WIMP R'S LA KI: WALES, ['I.O11'IDA U �iY�V Y CONSOLIDATED RAFTING S' ?VICE at 1.0 2 -- � � -� /'J riiizEDL 11l1f wo 0 L) FRAME -_ B UI LD LNCr:.5 5CALF: N. A. PG 1 OF 1 1`li 149- 004 2FiY'il`ik (RCL31N 0 t =� SKETCH OF SURVEY °_;::LJNJDARY SURVEY SCALE 1" 20 _ _�_ 7 , c Y 10.00 7 X- GISo A F •6 3// 9.4 t jl w / u - I t ' Ii 2 L.EGAL DESCRIPTION !Or : ` _t 7a4;< WE'"/ = _ G�c- r 'F c!pT i A /1 A7EA: E L 1� ACCORDING TO THE PLAT THEPECF AS RECORDED 'N PLA 7 3CCK ° _ A7 _ 1F = FIELD IrCRX Date r- l x915 Fed Book . O ' ELA OF FIOP.1 .1 LE:,AL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING nr.6 CO F SHOWN, 6EAR APE REFERRED TO AN ASSLi3ED MER'O' AN, SY 0,0 PEAT IN T -'_ ESCR -P -,G4 GF 33 PROPERTY. SHOWN. 3,EVATI393 APE REFERRED TO N O V D 7 7929 r.LESS OTHEP771SE NOTE 3, THIS FIRM HAS NOT ATTEMPTED T3 70 FOOTING. 3733 330NGA1'ONS. THE FLA 7.0GC INE RATE MAP ATED y 7 / 19 /4._ P1i8 ,,NOD - MF GEDEPAL EMERGENCY MA.NADMENT GENGYI e A1 EE,NLA E . -<ND ,. 6,E i wi,: run'9 N 7: 677 No 7.07. 1 avt 1 21�U�� C/01 1 E. i,s n e, of ,.eke my , 00<a Bard 1,N ;and . Ye3a... 6.3"), F tg AG 3. 7rsuM o K<... 4'24 I f M ,. ■ 9 LOCATION SKETCH SCALE 1'- CE "'.FIED TO: NOTES. E AA,14:9A11GN OF THE ABSTRACT OF 14733 W73_ I,,A3E TO 6E 41ADE TO DETERMINE 3603743E O . ' ENT S, iF ANY, AFF EC TING 1.6 >ROPERTY Tr1,8 SURVEY 1 3 SUB3ECT TO DEDICATIONS. UMITAT ICN5. RESTR;CTICNS• RESERVATIONS OR EASEMENTS CF RECOR3 F .UL CROMWELL, JR . & J L} 1 E CRO 4''ELL, FAIRWAY TITLE COMPANY, INC. GUARANTEE TITLE & TRUST co. INDEPENDENCE MORTGAGE CO. OF AMERICA //./, ITS SUCCESSORS AND/OR ASSIGNS P S M S; F` C S BAEZ & l���CC.A1 - E�, INC. SNr) t t r i il_AN EPS 3'1 S \Y 6.3 M1. n, FI da 331 1 _e 13011755'�-%7 • E30'.1 2350s6.493 i � 3 0 =EMS N E E D E D : PERMIT PROCEDURE TAX R E C E 1 P T vol-10 NUME3E 2 COPI op CURR S U R V E Y 2 C OP 1 E S O F 13 LUEPRINT S 1 S U I L D= N G P E R M I T A P P L I C A T I O N WHEREVER APPLICATION CA FOR CONTRACTOR, INSERT THE W O R D " OWNER 11 8 P 2 FY ON AF'E I Cd r 1 ON STAT APPROV SF-LED . TAKE ALL PAF ERWORK TO YOUR E3LJILDING & ZONING DEPARTMENT. 2 F YOU RUN INTO A PROBLEM AT THE 13 U 2 LD 2 NG DEPARTMENT CALL. US AT 020-T433 TO TRV AND SOLVE XT WHILE YOU ARE MORE. SHEDS A MOK 1 CA FEES. 1993 ATTENTION PLANS PROCESSORS THESE PLANS ARE STATE APPROVED WITH A STAMP AND LETTER FROM THE STATE OF FLORIDA. THESE PLANS DO NOT NEED A DADE COUNTY PRODUCT APPROVAL STATE APPROVAL SUPERSEDES DADE COUNTY PRODUCT APPROVAL. IF YOU NEED TO CONFIRM THIS CALL DADE CNTY MR QU I NTANA 375-1583 OR SHEDS AM 822-7433. STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 2 7 4 0 C E N T E R V I E W D R I V E • TALLAHASSEE, F L O R I D A 3 2 3 9 9 - 2 1 0 0 LAWTON CHILES Governor Lewis Hartley Robin Builders P 0 Box 1067 Lake Wales, Florida 33859 Dear Mr. Hartley: May 16, 1994 RE: 1994 -95 Annual Renewal Based on the 1991 -SBC's Manufacturer's I.D. Number: RBI -18 This Approval Expires June O, 1995 LINDA LOOMIS SHELLEY Secretary It is my pleasure to inform you that the Department of Community Affairs has renewed Robin Builders approval to manufacture residential utility lawn buildings for installation throughout the State of Florida except Monroe County. This renewal is granted pursuant to inspection of your submitted plans which were found by this department and your inspection /plans review agency to be in compliance with the applicable codes. On site installation requirements .are specifically and entirely reserved to local authorities. These requirements must be reasonable and uniformly applied the same as for conventional construction. A copy of this letter must be attached to the approved plans when making application for local building permits. LHJ:cr cc: FSC Sincerely, awren e I. Jordan Planning Manager Manufactured Buildings EMERGENCY MANAGEMENT • HOUSING AND COMMUNITY DEVELOPMENT • RESOURCE PLANNING AND MANAGEMEN1 V.J. KNEZEVICH. P.E. JOHN W KNEZEVICH. P E Dear Mr; Jordan: Knezevich and Associates, Inc. has reviewed the 19.94 South Florida Building Code, including its ASCE 7 -88 provisions and determined that the enclosed table may be used for soil anchors manufactured by Tie Down Engineering. These tables were prepared for sheds with maximum wall height of 7'. These tables are for helical, drive and patio slab, type anchors only. We..have enclosed Tie Down Engineering Dr. No. MHP -101, Helix anr •Dr. No. MHP -110, Cross Drive rock anchor, and MHP -120 Patio or as acceptable reference drawings. October 24, 1994 KNEZEVICH AND ASSOCIATES, INC. E N G I N E E R S • PLANNERS • PRODUCT TESTING Mr. Harry Jordan Sheds America 9660 N.W. 77th Avenue Hialeah Gardens, Florida 33016 Re: Shed Soil Anchors . Khe'zevich, P.E. Oresid cc: file 6.1' MnKFNA DRIVF MIAMI SPQINGS FLORIf)A 33166 TELEPH -ZONE (305) 883 -9571 FACSIMILE (30518E33-9372 MODEL SIZE & ANCHOR SPACING SCHEDULE SIZE . WIDTH LENGTH TOTAL NO. OR SOIL ANCHORS V' k ' '77' -•11 $' -pM 4 Vx G' i1j -p4 li'.p0 4 4 x . / & 1 021 - aLo• * 3' x 10 1 q - lo:v• 4 4. a• 4 GC oil 4 4'x b' 41 -or . d-on 4. 4'x lo' 4Ld• (vl or 4 ¢1x12' 4t.0" 5'x7' V. a." • '1= 4 G'x a.' G = o't G'- o • 4 G'x ed 6' . 3l 4 G'xlo' G - o " • 10:0• 4 a' x 12' G=0 12' -0'' 4 GO( 14' G' -o'' 14-•1' 4 v x I01 ai =o" la...o" 4 "1'x°91 1 =o K V.011 4 8'x Eb' • 6=o" g ar 4 ea' xlos ,gLO• IodO• 4 g'xt2.' 4 1201 4 oil 16 3' - q ta140 at g1 x ( g' 31..+' 16=ao 6 B'xWI b!..po 4a1,00 G 80x 22' 8' -oi 22 -or $ 8 X 2 •' . 13' 0 t4 t co M 8 lo' tog (of. o• (0= •0 + l o' K 12' 10 (L'- o* 6 16 1.4-' to =o'' 14 %01 G Id'x Ico td-o" I•%0 G lo' x 18' 10S o 1t 124,:1 4 6 Id' V10 lobs' ?D:o'' ' Co I D' k 22' • to 0f4 It =er _ B 11 12 -0" 12;0 G 12' X 14' f2' -o" 14 -.0" G 14 tad 12=0. 14,1.0.0 G 11' 12L0'' Ib%o" ' 8 12'k 2o' • 12' -D': 4 20 1 ,:o ' 8 12'x21 -' 12=d 24= 8 LT It, DATE DESCRIPTION 6-t_bi REVISIONS I tie down engineering, inc. 5cv WrVa10/` Din• A^Or`IO c....QO JC) TITLE "ti \OLEL NAI22 , .'A (Z /1 I jOU5l.�'Nt -J<EA }4AI G 0R. IY I fi.1�JAC1`l C%. IY. I C, M3CriANVICu SCALE l NONE DR. NO Ir 1n ✓.. /01 1 mNr.lEyT �L 71P ICA - 1r t+ti1 3 116" Pillet_ LJe► d 0 AA 5 II� X'1 J �� 1 3 / ) ,�yUG 3 6 r(I` P's 5..harpaued 4 " or r °° DOTE --- MATERIAL SPECIFICATIONS HEAD •AISI•C10085ga. ROO • ASTM A • 38 MOD WELDING ELECTRODES • LINCOLN INNERSHIELD NR • 311, or EQUIV. BOLTS • ASTM A • 307 ALTERNATE ANCHOR ROO. 3 4' DIAMETER OF REQUIRED) ANCHOR FINISH • ENAMEL DIP or GALVANIZED (IF REQUIRED) BOLT FINISH • ZINC PLATED - TIrN510h EOL1S (MODL 5156) AF '�' - 11 x 2V uEX uEAD '' /SQUANe. NECY)(ZINC PL ATtD)` TCN51011 CELT LA6eLED <?l FOP FAME ATTACPMENT ONLY. T2:NSION �CLT LA6e Lett i OPT V�ftT CAL1SION• 1,11. OAT) DISC *IPTION 7-22-1371 uuVISIONS tie down engineering, inc. •'.'r••6 3...70 K" ,..............0,-. TIT) MUCELMPA 4. maax.4 8 GSc;rSS OR: E pesciS A414.t - Dl tr K.NOACK CX. Sr C. Mac KARV{ C H :CAI N OME 01.440 MUP -11O 8 - hEX N j � 1zr � TD) � R c tvAl Fr.:96 -� / ,/ � l 5 0 C � X 4 8 23/51. I , 6I ti R�o➢ M � t g � s�,�ofi.t‘ 61"O P � c a k T �� h RpD INSTALLATION INSTRUCTIONS DRILL 5 /e" DIA. HOLE 51/2" DEEP FOR PILOT STUD. INSERT PILOT STUD INTO HOLE. DRILL 2 -3/4" DIA. HOLES IN ROCK AT 45 DEGREES ANGLES. USING ANCHOR HEAD AS A LOCATING GUIDE. PLACE ROD THROUGH TOP & CORRESPONDING BOTTOM WEB FLANGE & INTO HOLE. DRIVE ROD TO DESIRED DEPTH. (ROD MUST BE DRIVEN INTO ROCK AT LEAST 80% OF ITS LENGTH IN ORDER TO ACHIEVE MINIMUM ALLOWABLE PULLOUT RESIS- TANCE.) PLACE SECOND ROD THROUGH REMAINING TOP & CORRESPONDING BOTTOM WEB FLANGE & INTO HOLE. DRIVE ROD TO DESIRED DEPTH TO LOCK. MAXIMUM PULLOUT RESISTANCE IS DEVELOPED WHEN ANCHOR HEAD IS AS LOW AS POSSIBLE AND GROUND SURFACE IS SOLID ROCK. DISTANCE FROM LOWEST EDGE OF BOTTOM FLANGE TO ROCK SURFACE SHOULD NOT EXCEED 1" (INCH). xs r. RI up utv EAt S� Nom MATERIAL SPECIFICATIONS HEAD • AISI • C 1008 5 ga. ROD • .STM A • 36 M00 WELDING ELECTRODES • LINCOLN INNERSHIELD NR • 311, or ECUIV BOLTS • ASTM A • 307 ALTERNATE ANCHOR ROO • °.' DIAMETER (IF REQUIRED) ANCHOR FINISH • ENAMEL DIP or GALVANIZED IIF REQUIRED) BOLT FINISH • ZINC PLATED — TENSION (MODEL MB) ARE 3 /6 1 -11 x 2' /P L. IaEX um) w /SOuARE NECK (.21NCPLATED) 0/Nt7r . — TENSION EOLT LABELED ® FOR FRAME ATTPCI-IMENT ON y. — TENSION Coo' LABELED FOR V ERTICAL TENS\ON. LTt. DAIL I D[SCtIPTION 1 5 ; tTVISIONf tie down engineering, Inc SOQI w .o? � CJ� • m.o. CI0•Q0 Y•+J -b TITLE MCDet... MIC5 - PATIO SLAb kliCUOR YEXP11.1-151NeCLT 0t. 1 1 tiOACh Cx. IT. C. /A3CnLNVIC'g 1CAli DX. MO n/M -P-120 PtAff1+-1 u .Li T Sc n „ -; \a N _fir -- i3 ;5'CEEP:4CLE P QUIP ED IN SLAb MATERIAL SPECIFICATIONS READ • AiSI • C 1008 5 ga . R00 • ASTM A • 38 MCD 'NELDING ELECTRODES • LINCOLN INNERSHlELD NR • 311, of EOUIV BOLTS • ASTM A • 307 ALTERNATE ANCHOR R00 • �h' DIAMETER ;IF REOUIRE01 ANCHOR FINISH • ENAMEL DIP or GALVANIZEO (IF REOUIRED1 BOLT FINISH • ZINC PLATED nAb ,,Ac SGA ( i q �1)Si' ZIriC PLAT � -T rP e f'P A II �r�✓ L N�;o NOTE- >, OTE --- INSTALLATION INSTRUCTIONS DRILL Vs" x 3" HOLE. PLACE STEEEL EXPANSION SLEEVE OVER BOLT & PLACE INTO HOLE. PLACE WASHER OVER TIP OF EXPANSION BOLT. THREAD NUT ONTO EXPANSION BOLT & TIGHTEN NUT UNTIL MAXIMUM EXPANSION OF STEEL EXPANSION SLEEVE HAS BEEN ACHIEVED. REMOVE NUT & WASHER. PLACE WASHER OVER EXTRUDING TIP OF EXPANSION BOLT & TIGHTEN NUT. NOTE: CONCRETE TO BE 2500 PSI MIN. SLAB TO BE 4" MIN. THICKNESS WITH 616 x 10 -10 WIRE MESH. CONCRETE SLAB SIZE TO ALLOW 4750 LBS. VERTICAL TENSION ON ANCHOR WITHOUT LIFTING SLAB. ASSUME CON- CRETE WT. OF 150 LBS. /CU FT, - TCNSION boL7S (MODr✓L EI56)AF % 11x L DEAD ' NECY,(z1NC PLATD)'k TS. -- TCN510t1 WLT LA8ELitD < FON FP /A ATT'ACWMENT ONLY. -T NSlON BOLT LA5ELEK Fir) VffiriCALTNS \ON. +•- r---•= _ �.,s.,- ~ • !a'^+�^-rir....:'.. •-+` .,,... rte • LOT 25 LESS HE FEET 1H EREOF, AND THE 'vVE$EFRLY 3,5 . FELT Q • LOT 26 IN BLOCK ? , O E R SEGC- E, AG CORD' =NG •r() THE PLAT 'rkir:REOF, AS RE CORDED i ! PLA r 0 K. 9, AT PAGE 14 i OP THE PIJ I3 LIG R EGO { S O DAD E GO1J NT'i FLOR i DA. OMWM BY REYPSEO `,a r. • vn _ C r ' 6 J e i f'? 1b M, ? tut ,c, ,,vT 1 .AlrrV Do Al 5 APPAOvtO OP . 1200 CIF_ 91 TERR/\G slue I 8 = f fio7 OATt 3 -20 - 07 RES/DCn/CC ,�'o! r C 9t/ E, �r! ; i d, VD $ i;A:N•sr 16; P!),c // ,V4 44" f 0 0 SP21,4; ' ' / 1/& - v/ " • • 7.4 ; ;;;‘= • !./" 1 ,/ • , ';'• • scae ;toile 4-LL . .‹.•='_s f;4// L. - - ---- - g - _. 0' A 1 APPROVE° er: (Th ' CA _01-11/ 0 Ale 3 21-P,7 F RON 1 E L. EVA 1 CHANG-ES SHEET 3p3. 1200 NE 91 :1 IMAGE. 08.CliM eV Id ; VI Revini) ■ 14- OF1AwiNa jyy)40(11 1 4 I g Eli- A N " 0 „ - • • - - 1 iry t r 11) a 171,e ts,, :1- .. ....... (WO 1(//V 712 F <4 5 6 ,€ ti 67/61, L 4 r//4 ti STAN WEEKS ASSOCIATE, INL E N G I N EERS 3061 N.W. 711) ST. • MIAMI 33, HAW, k ,/dh. /2a. ftqc A 4 • >'`GVAE /I E,, t a(.: e Cri,5 10441 5r7/ r Dia 11/e// 0 lee s /( /(- c . e 70 /V L / ,o 0r PZA A1 = 20' ,r ' 3 /�' ✓c'� 9(k/ 3 e /.///e e Arid ir?1 e // /e,- be POOL SPECIFICATIONS SIZE /? btLe /o/3.5 /s1,v:i.x 3g VOL(JMF lf/ 6 -1a r 5 ELEVATION (BEAM TOP) 2 j " / i Y/il / t r 1 l E "x h ' ea / r7 ,rjlrr COPING 7:57o T- ear / T POOL FINISH Pile_ �, /War ./ 4 i !'e PIPING %%)!/,' DEPTH 1- INIEt(S) DECKS .e3 ,�i e SQ. FT. !1,0 DASH OR OVERPOUR "' SQ. FT, SCREEN FOOTER 3/ 74:r' LIN. FT. e.z' // COLUMNS TYPE 'C -S" COLUMN AND BEAM SCHEDULE NARK 702,4 903 663 773 875 /0 /3 403 605 705 801 /00• 20 Ms •02 C 602 C 702 C 4025 CS 6023 45 702 05 302 3020 402 302 Mende• eat _ea7 1 1 141 101 TYPE F FS C F Enclosure Hoge, 2. 2. 200 200 2 00 ' - 0' SIZE 0 O /8/2 6.39 t /.6/2 .125 078 /25 4 35_/ 33'0' 3/ - -4' 30' - 4' t /00'0 S.M.50/ / { A 3 00 5 00 „ S00 094 ±0 094 2/'10' 20'6' /9=6' /8' -B' A 320 6 3 00 .100 055 DO 27 =7' 26'0' 21 -6" 23'7' • 3. 770 320 .1 /0 060 00 30/ 29 27 4 _ 3. 83 8_70 _ 3.47 .120 070 . /08 37/1' . ' -3' 30 A 425 /0/0' 3.75 ./33 080,1/7 44 4014' 39' -4' 37'-6' - _ - - - -- - 1 A 300 500+ 300 066 060 /B'2' /7=/" /6- 2'13'6 A 3 00 600 1 3 00 094 060091 25 =/" 23' -7' 22'-3' 2/'5' A 300 700. 7/25 066 ? � 5 3d-3' X 28'5" 2d l /' ' /O' A 1 00 8 00 1 00 ./25 070 .125 3J -// -8 8 32 -/ JO -7' A 4 00 1000 4 00 ./40 096 X45-5' ,k,_ 40'4' 38 -7' 3.00 2.00 3.00 MARK T YPE SIZE THICKNESS MAX COL. 5P AN SPA CEO C -C 0 d 0 ' /• 1, ( t 5 :0'1 6' -O' e• -O' B =0' R£ MARKS 200 4 2.00 3 00 o• Orson/Owe /e'-O" THICKNE A 2.00 .040 040 B'0 8 -O 8' -0 7'O 400 060 030.120 17 -/ /5 -/ /5 -4 14 -7' I /0,/e'S.M.S 0/ 24x0 6.00 090 . 050 /BO 250 24' -6' 23'- 22 0o. 700 1 .140 060 80 32'3 30'1' 23' - / O ' 27'6' 0. /9-0 / 7 rr /7 -0 6i 3 VsxI%'"A /ure.s /top a/ span ,/1con /10 226 b Z6' -4' 23=0 Z3 _ _ Do 4-0 3 1 -0 30 -7 29J' Oo. _____ . _ 05.3 053 SIN M 101 o-1049a m, Stn• le Coo Sect,ow SCREEN WALL CABLE SCHEOULE F0.1¢•r MISCELLANEOUS FASTENING SCHEDULE 2#/0, SM5 Chow Roil 1• Co/vmn. 00 A e/M mrmbw0 o. /come 640 Cr: CCCobmn. C v - _ Ann . e Cone,. to Cone, • AncM_B24'oo nrrere /er ',sorb., M M Motor,. 0e "bran&l0 mer WSO4. 010,2 SAWS. 8240 -e .5 14' 0 1 9 1 - 9 '�1 = 0' 05J 060 .. 3 i ? ? /O 4 -5 B'- 9 Beam Span Sets o / (Wh, 14 =6 0' 1 10=B l ' AnO lore l6 Concrete end Masonry shat 0. %I a lit' Ie,.,N /ls 1/O, 2 a 29,204 anchor /020 w operas.' swot MAX BEAN SPAN 5747E0 C-C 5 /2-'79 4=5' 7'- O' REMARKS 13- 6 ' }2 =4 12 = 4 ' % / / i'A trrop SOS o/ spon ,a censer. I 7 DES /G5 CRITERIA: WALLS: Cnggn W,n / Load ,, an•out rest Loot, Wnd Load 1a • ON ROOF • Oes,on L,re Load /con Oes Wnd Lool.1 el e o l s.A and dn.n Rec oer, of 1 FFad OeN e . al,an C�m,l a/ Cee�pn Cao L!5 3 654 el 7 pet 7 pet 155, NO7£S, 11R,00 an0 „des snarl If co..,,• 0.t. ,c ea Of 60 % or 6rear.r open. 1!. o,//,on of solid ro0ll..g $,/rg 1 0 Oa 100 4, p.,m,l 01/401 /r„oV4 D 10e Eng on, he layd ul +neet. 211, 0Aa•Ce dr/erm,nes Mot Ine0x s /rv0/.,e can so NQ 00/4 /11, boded Jct. e.b. 3 tech-14.'110e, blsd rd, ,den1NCM /n Noe 10.0 Deum. Approve• mars, 000 BON 606,-r6, 4'( •)WMre Dea. was exceed, //rose shown ,a In• 000 schedule use a /4,l,ona /,0A o /cgtlew 5/Wbe wok lh,cene,t . 053'0 co , c.4/ , 04,001 of 006'11 0 //O.eel dAPe.po,.1 %, /rner, .10114 non moonetw elo,n'es, OW ore/ ,nO$W ♦,clp/ 1,0/0 b y : e%Hf a • ell y m1, be not' dip gon ,beet Noe ..posse /o,/rner, ma, be magnetic 1JAt e g o . ,�chRVC6 /,ones 51040e made N /0 non coo me /e t 100101001ee 615004 -set s line /g,,90 moe b p Wmo, O. use /,e p/oc1W round' wspvarl ,p/,n•. A r(RNArC 1 Lee I'nr. mewl0 ol /r DETAIL Q P 4'10525.. TYPICAL PLAN /,200 ^6 +/renplw, 7 ..i1 "5.S CO0 /e xn n ?i6 • '..`0 a `% / Eo.r 6 Cornet mem. / 02 1.1 20 / / /SR CAVE 8 CORNER MEM. M /SCEL LANEOUS COMPONENNJJ + f 4 j O N,S -_ 2 ••=..^..-4'."- i,z5e %' / / . _?,t•S. Cabl• � z maO/ Y,nner ung 6 4. - '/ I • To y' [19007004' Snokof ' 0 e Dol O 1 Products • 0/ O , m. erso, NW. 2 Nu/s B / 5. c OOcts oe bowl. b S 's S/e /;200 6•eakn6,l,engthI SCAN CONNEC ON, / Us• t :2: ri•L r' /6 +a A, /. /J l,0 SAS. 1• beam an, • 11C, 2 '%'04'3. /4 m,,,a. DETA/L /® rr- I Beam 2'ma. /1OX,O- Ancn0 /0 1 1• P M C A ' ,410' 0eoa and 4- .010,2'1' 5 DETA /L Se. C10® £ae m. � T_ Bean,- r-- co f SNS 1 Bee Seca DETAIL -4-i- " ./014' 5 �. -�6l/ 3' /v. re re 7 6'L sr �_ Col vm,1 °1 7' 'NP L-r:2'.Ae aP jP /O S.KB E°re mea -e--I- 74. - __ TAI L cm... NO rESe /0 atsr7004'0. z 10.. 31 soonuseENIvaMS AL D E TAIL 9® ALL GErA /L l0 DETA /L© oM • anchor, es Comm.. 31Use oa corner f45.N3.ee. ` '503 Co•/•- ono corner d4 / SX { T it j„....3010 5MS. 0 0'cs •;DOcs „ 4 000/ Bracing 3/8'60 /I ',D50' %11'..050"1v14 e. R en✓ sabre ammew TELESCOPING ROOF BRACING DE74 /05 0 5..00 Boa /earn 8u pf4 .Y'1l0ra0o /r Com.10oce -' 200 re00,ne „1514 2110 525 1• P DETA /L 03 2 / AHOL1 SCHEMATIC PLAN SCREEN ENCLOSURE DETA /L SHEET {4'w CUSTCM ENCLOSURES, INC. NNINNENIMNIENNesel 505 N 514. Are. • F/ c° ✓,arch 5061 66076. St Van, 1996 STAN WEEKS 30 ASSOCIATES, INC. Er6gneer, Ikarr F�org 6. VD no. 9746-/ / 1 f'C.fcF,trs:'ri irk r _.� I ! Be I • r . i t 1 -4 // steel 1 • f r` a :f "Y i , ;. 1 ' / C,I ./•tN/s .a ,1,/ IJ / DD.4 .T f v. if/ V A,c id l -- Ti9GEr ' 1 - / 5 r v 4 - 2 is /il H047t0 E ✓G'` (A, (7-LArs) 57,43 4 - - /Acc / 9t ,- ✓,vsr,LL Ni;J -- ki z ',4 ry !JAIL T6e.t l.arN It 7A 4sr£f• (frt.* s ' vt ti9r+i • • �AR/rGb' mil - l � rex 4 5r1EI Lo l.L 7 ruxAre Ayr 5 ? • 4 A•ix "..; r i 1 ,ocTr✓ei ff oe Cl"Sri.r;,- /,a... { r. � .5r `� r hf - /vs L It p Via; frr 91 LAST L L f'49 54 - / Ya 5< A.s" -r;37) -:"- Ecl /- • , A 1 X 'I 1 ( , , vim _ • - -- 4; �? \ f, ,t, . 1 , 9 1 ,d , ? / 2 0 0 /V • 45, ' '1 7/ =' 1 h ".fl'A. f: Z0r 2 )4,:4 P :rail f IA) s � } ,� , y ; s� , } -- _ _ f - fi • ti 4 ,44 OA f , sr .� - `4 Bf/l.E✓ri f J �Ir �Y� T 0,/ i4 No S /1/ it3u#¢ct to euittle k t and Le `s are ;....%;1. '�lL?E31lJ i'El }�, 1;ui�Ci�r rcllit t aat ;ores Village. '>'+ S <;1 l uilsiirog regulations kills 'sttuirled3e of cc t 1 ittfoxced mt 0, 6 tilt. ,t.l r.• r311',� lEl�j141tr� -l�)2f al wirit);� Sand f(A" sxtiliu3 p "� e laspecti +3U. �? ?j S- lS6 �II�O ��r -c)- .. tTd�tlr 7S • • . ....... _ - FERMII NI? • ; /r/ 2/7 /r Sec f. ./ke // ff re./t J wry , ) n ei /6417c e Lot 25 less the Westerly 15' thereof, and the Westerly 35 of lot 26, in block 2, of Watersedge, according to the Plat thereof, as recorded in Plat Book 9, at page 141, of the Public Records of Dade County, b for ida _ 5, • fv /4; o / ����rr 4 // ar ,e/i5g /G `/e // f?i7 %/ .rs' fr // ,,- flrP �r / / 9 S. F: re�73t y a cYl' . ,_ .<' 31 3:z.trical r. F � � a� y�i�`jti ;♦ \s ' 1►t�l.4t, tt §t :, ? zt� {� s' � ;�;,)risVilla all e:Mi..4 r e ytt. ; fl al� !tit �'° '�* t tt , • -• •— r g cz c:rlil itt k.. it�+`�' er :v it itig w.tti t'lt' 3x € L.��,tr:�a1 0 ' N / 7/•p ' 20' PUMP fP /+/ > arid IQ" a ke r ' e. / Q / A e SIZE /7'4 o /3.5',I,,r'.x30 DEPTH ' -.6" VOLUME /'f - ELEVATION (BEAM TOP) l> - 3 /iv� � It t ,n �vo�'. TILE _ - COPING -5 r l ~- POOL FINISH Pace /!i/lib e Gill e PIPING ch 4 v//1 j J v IN LEt(S) � DECKS e'' / DASH OR OVERPOUR SCREEN FOOTER 6 //'C EXCAVATION DISPOSAL LIGHTING / /1/l7 ' /r> ° /? 14;1A GRAB RAILS Pa s/rs 44ec<.S HANDRAIL /F :m v DIVING BOARD A /o:-/e PUMP ENCLOSURE Pace gee.-_ I &.tea v ex' FILTER - . PACE VACUUM DIATOMACEOUS EARTH WASTE DISPOSAL ' / >de /� ELECTRIC ( 74 - v/2 Tr- -ws fciw Pig a I. ‘e is HEATER /voile SWIMMING POOL PLANS FOR L. `/Il,/ /// / -ov /1/ :• 9/ re? • / 1/(1 m ire APP. fly Y • r+.. n. 3 ,^^^ y . h- a r... v.++ i w r ,. . e .:.i ... .— ..o. . • sr/A/4 # Y44 t9'nez - .a r ti.tJ .e ! s.,n(tjOii T ?' d ub1 tb ' eT,d stud s4cur3 with tbrc6 Inch .btu zl tea�, .0 et i' " "} Vott( :. • • 1 - .- .... ds" 4A ...„.. ./,4c,.,4 1 eft.gi- BEM ..... • . • . .• • •., • •.••••• ••,• , . . .. • - .• - • r fl #1 4 WN , et4 4 4- 1 7,717.17' jf. 't 47- • ..; • . , ..i. :.., • .,..: • • NIA WiaglIONISMILIM05111 MGEINSIWIZSIMMISIII • allfikkaffid1W a I V,. It *r. 24' 4.C. !,(AX. (r>w.) - LN Av.. Per TAA h ,. i jI - Lt (r'?.) C L 1;rgf ?LA E Ir r r Cpl. 1 K 4 S 'VA (re?) ✓� 1Y-0 U.X. (ir ) ICI VI E-: (fz0OF__ P A_ts , 1IrJ(0) . USE 1-2 X 4 FOR 6' & 8" SPANS 1' -3" SPAN FCR 2 - -2 X 4 0 12' -0" SPAN L S-'6 it \NY MB 6 11141 x.25 SLATES 7 ('(f- AIJD) ss 3 FS f IT r - s_ _� :_• 2X4 !At 2X6JYS 1 S ? Pr 1 - F1.01 ,OS iS C.S;r.kD ;,4 :31..2 X5]!1)S1 !it - 1,4E !AL S RAP 10 AW; C,e2 G4 RR SIDE . _ (`.E 4O'E A) ` ` f 1 4 xax'6 `A to �,11 _ j�� G(1. 1lJ( 1 ; \V 11E- DO'AN ANCHOR _DETAIL _(=/) 1ArzES 6' 1 0 40' -- 1 x 4 F1C'J3 3CA-r. S cxt 3, 4' sr.:+JI- Fl(l:Xi Plio))0 ko710NS - tY..,..a1Q!<JR j 1911 244, X!SS cift Roo( kiOlOt (LOG1 k PA)0 FLCCXY., IX 4 r 51 ?ADGri 3 4' SII:0- I1OXt r'LYM}10 FLOOR PLAN & F RAMINc_ AYou_ 2X4412X6DVS (f r. ∎ J A: Oh-S [ f ) rYPiCAL (ROUND ANCHOR F1(.4)4 ))STS 2.A:J:k) C1i0 S? 1 1 PT : .2 X6 X.;OSI lit 1 3 SA. JALV..arxf OUT -J SECTION �( 1 x 4 F1COT :1 )S (it J/4' SVC- t1Cra? J)3L2X6P1;FJJ - 1x43.4 ' I CSf1C+A9)E - `, of !A4? (r?.) r ?. )(a i 45' uAXL l 11 - -9..21 (ECU ? ( ?T) 2X 4 PT;ij_JJ , S P \ARES6''040' -- '101 2X451.1OS24'O.C, um. SIDE VIFW 'COTE: DOC12 CAN BE IN END ■v ri1E-i'2 !$) ??.;s1S 2X12 ' -: 3F):.ALS'SNS CPCd'4 ST.VLS 2 PLR x;;P4 ,1' O 1173? JAI DP. N, tgj _ if "'tiQV flC k 2 X 4 8 2 X 6 f10G/7 .05;5 END VI-EW x 43:1tPUT _ FLCCR FRAMING (ST? 1 P.T. FlC!fjR 1_ (1"111 M011 .._ _._ }6' PLt)0 R AST 2 x 4 2 X 4 12 O.C. 'PACNG 24 j .4 'A' 24' 42' 12 15 2 X 4 TOP PIA E 2X CS 12 S:? xt 'rf SP.O'AA 24" 0 G Y!X A!iN : 1 X 4 i'tiiA,4 0141:x3 r0sSAS SCHEDULE „OS S) 8 t 0 12' rt 3' x 4 2A6I2X62x6i 24 ; 24 , Z4 6 ' ; : a' ' 1 42` - APPROVED BY: :3IGNATUR130- 21j2X1 /2 - 5,`6' PAX ?MOD 1, )0 I fill A,40 t %JEPtx1+SS "xi1491S /�� ,,AL�kn =-�� :Ms PU 1 3 CAI CALV. P'l.A'E - - ..- - Alt.'1n.Y.11 FASCA- J 9 x.1.10.'91 SING - 1R 5, n', 'J' T -111 ai 5, 5 _c1 ,' '.'ill) sP.•x (JGL'rn✓J'2 7l LOlrt1 CAI CALV.iUE - -- coN3r. TYPE OCCUUPA 1CY K. t., o. ALLOVA13L8 NO. 01 FLOORS 1 rYP. DOOR DE (i24 S ! tiA ?'POT 11014 AS AN AL lR4A IE 0002 U',E 5'- o' X 6'- 8' Ci 2X4?LA S A1 501 111 STA - 1X4A.:rt,4 :kJ012 ,.4 TO S7- tYPICAL CROSS - -SEC fION 1.I.3Ci AGENCY APPR()YA4 T11LS13 PLAID COMPLY VITH TILE FLORIDA MISUFAC BUILDING AC O1? 1070 . COHt3TRUCT IOU CODHS AND AD)1URL *TO T111 FOLLOWING CRITURIA. VIED VULOCI"rIr Ilo 1n 2 FIRE RATING OF VALLS • • 0 ALLOY. PL. LOAD gt MAIULACTURER: I'U'D &ln) , )/ P9 5 APPROVAL DATE: 1'Z�' PLAY NO, /47_:" n� IL NO. CHRT. I 3A CN T If FG'4 i P.JL 4G AS 91C e4 k A)). rrP. 9014 :IA S 2X6 _ _ L 011r, MN 5AiiQ : ac z Li.zz u- L.il1 Gel NOIE A: AT.4L S.R.4' iS f;rt5r 7ir1 UD 1( AJi.Y 5aT 3 AS ;If AA/T D'JI:t.'4 '17c S:P.N' ACrJS 17E xtr 9-L4.'J(. .1(f S.'R.4? (1.111X) GAL V.AN.t) 5211 S.'R4i? 14LF ,iMtE 5.11 . - 4150 L3S. Ci,+"ifoiNL45 '0 .419 1191. ' -0004 A90. ?6' 11+i' e !+ttX .4'040R .4Ct11 .4 24 AS MAX/AMA) 3Y 'IT xi Lleakkl.R2e,, 41441, RA. CXIiv�E oie44li U1FLV ctis (AV 1.47rSE LUIS AS SI CAN JUT NL'k1LR 1.41Z'4 WSr .'OT Oat) AS ;v04410. NQIE c: 2' 3 9E3 K4L Mkt 10 f • C ftCf SSTA1110 Wirt PC:1?'A 199S' 1'14 NAT 940015 :410 10' Of ?C1NM (1)19 AT L4 LR- STCY/4Cf11CCRa1X4 YP1�X?i. NOT f7,'S r t LAST T • G c3C4t) Ar'f S T..4tt 0 471 1 1/Y x is G4'X G411A&W S(.4'fiS (PL'A (CA ;V) 10 J it? 11C& ? 30A11) (J.E 'tC 'Al LQ1L-Di S4 u E ORL'I r.4 (X19 CtVt l s Not1Lc S f cat CAI :1E :V VAR :il/CT(JV. liQ_1ES_ _OCRS _ INQQ'!ti )t);)t .O: d' ; o x 4557 X 9 16' CC+ A. P.A.1t l D (1 FCri 1) PAW, .'r'S TALIf) ..4 2 17'4' X 11/1' AL? EX?La) IRkuf All .1134. b d Hiv;,ES !A5 Tht) A1;7-1 PCP Rt.1 TS XL)? ,4rrA'. 10 'O 1114 ?CAL 2 X 4 ACSO AS &NOVAS 10 X Akv'.''r rrff As k1vffACIL - 4D 3r>LI1LR MX'S tS CA^, .tL.S.U( FL CR Ai'f'nt7rtD E'?:'AL & NUS f141f PROOLACr APPRO■ 4L Nei tf 14 ;,J :AA OAR 4AL1iLR i.Y.X'5R:ES NC, r i47VCT.tiF*'01, 'x1.91/ 37;'8) .411 VAIS, ;V? '0 I Cf AL/14Y.11 AS MAY/JACPJ D 5r FA:L?AL core. (51:3>n7A?r ur ALCM ALLII,.u.1< LANCAS.1R ?A. A? 44i'.wOPE0 fa'. .ALflA) JX4 ALLOY (Xif4..se.,G ;0 AS' 3 - 209. 34C P9 ICA.1.1.14 rk1J S;RIW.;,x All .1IATUAL k WO? PLR .41 44PLAr.•4:xf CatS ALL 61 10 X 12 rN LIPPE R AI N t7?Oa'A) ,V , /!' cu r fl1 L 9 tD .Airf '1OT TO LC Li1D fOYt rUA'KA :4)T F ? STOZ4.f ctlr. Al.. tY14)- 15P'.. u_F /8 X t' gal NE TA/ 10+145 fi ? ALL 0x:+'.'10C '5 :,t r,f1.V vo, :vr, corer ! 8f 91D 1.11. w.:"4L'rC AS f011Ct par - it494RAL 14.11,11.11S 2 1 /2' 0G >?t"lf - 14/141_i1S 5' O. C. Savo - AL A ? 6' Ow LAttPr A T ;Dreg Y at. 16 11219Y .VL a 6' O.G 10 'f 9CL AAJL k L'AC4.I1 (DP ALL Cf..k* iI 4 9/42211 AG ACT■S'A'P) rr.f LCAJS to f1014N 4:71 ,A'4.1 AS AV .4L:'Liti4'E 0 TA4. A' (N 4N4CAAN; 2' x r X J xLP: c1 Nr 'F /00;U (. •40. Cf 10014 - S _ f AS !K1 Of A'fi 1 'S) G4.V :lE ,x';ta. U ,E Cti 111:. CAL f- A`&u seta S7?4' (LiN 11.N tf S :•+L''G14 = 4;s K, I0,10L11 Di l_211/24 r: e- 6' i9 abei ;1 ,2) 4LS0, WITS ,1t. 23G1.3 ,A) FEJLs>lffVrS AL1 L('.lr.1R 10 ( /7, A S1P /2, a? !'r /2. fTt1Y? NW& ill1T C4.7T,'R • ;PUSS SU'F'Q T S,nq) 141 ALL CO1v'EC ,k7r'S AIL 5T4i'11S TO JE 11:9. 1' (o!citN X 1 1/4' ALP, 1 CPI. 141. :6 CAtf NE r.4L r' A'1S+ .ME rAL rt4 2S CiN L47.1 9C!LS GF EA. TRuSQ LSE LLY Of )O JO Sr4t/S F R MAN..1E!'o{LV :PUS N11fcX.PS 0 St. PA.,1Rr,• 1141 C A L r4131 'PUSS t J'Pt,'SS zrc.c.fir Sue VF 41N. (f 10TAL 10 ST4111 ALL CIX/ AS 9lCA. CCM. 3E,4LV fLZ XXST a ART. S P A)S ?0 00X,55 T OF 10. 4 ,'(t: ti4k S k 1fL'n'+L�U.'C ATP.))? ''4,14+1. 5 S.'. OIS. COA.V.:,t '#W 1111 .,UST k ?€ 9+:!:+S 1195 ;0 Cttis75r Of 'C4: AAA S k !ORR01'4 c11 (4S 9.; '4 .V fLi PUV .430f A'ro IC '4' Ci4 !1ST) ftE Al. L iy /QARA' E .QQQx5i GARAGE kl .V 10', t? dt :4' ittAS C+'l r, VA1L Ott.vC - 70' 1R 0111 K/2 -2 X 4'S 110011 JOi9T 16'011 24'0.0.11'1 1 W?O111U 4 TOANO ItNll10110SOp,S LIVE LOAD PLUS CE.AOIOAD. 14:11 CES1G:un014 IC 4.1640 RCi -1643 RC- 141643 RC12•t640 U:s'If 111ir111 6'•U' 1'•0' 10'•u' 12'. IEAORIOISr 2X 2X4 2 X 4 2X6 O.C. SPACING 16' le' le' 10' "A' 14 lb' I 50• - B" 4 6(r 64' :4' FOR 123 p.ILriB LOAD 0 t111iER le' OR 24.0.C. TOUT MAY BB USED SO LOU'3 M11(11 DIE_MENSka,' '8' 13 DLVIL£O EQUALLY 0 42 Ci11iES 92•0 A PX1RA SKID 11 YIACEO 14v1.)E11 nits OV1S1011 WAt.1.3 IORSUPPORT. ROBIN BUILDERS LAKE 1WALF,'S, L''L.O RI DA 1)1 1 LVLY -131 CONSOLIDATED DIRAF''FING SERVICES OGLE 2 -24 -90 [ L��)SLgi - 4AlF: N. A. 11.11E _'625: wo 0 0 .F'RAME' -- U'1'fl,t`I'Y .E3 UIf_,ULNC; PG 1 OF 1 43 149 -0.4 a' A (120E3IN RC.14- t 6 43 1)'y° 2X6 1e• 40.1" 6,•